Study on Seismic Response of the Structure Based on New-Style Isolation Bearings

Fang Mei Xu; Shi Hai Chen; Peng Li

doi:10.4028/www.scientific.net/AMR.1065-1069.1503

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Study on Seismic Response of the Structure Based...

Study on Seismic Response of the Structure Based on New-Style Isolation Bearings

Abstract:

The new-style isolation bearings that can isolate the seismic effect in horizontal and vertical direction is presented in this paper. In order to study isolation of bearings, structure seismic isolating model is established based on new-style isolation bearings. Through the input of seismic excitation, acceleration peak and storey drift are regarded as basic discrimination factor for studying seismic response, and structure seismic isolating model is contrasted with structure seismic non-isolating model. The example shows that the new-style of isolation bearings not only can isolate in the horizontal direction, but also isolation ability is better in the vertical direction.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1503-1507

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1503

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Online since:

December 2014

Authors:

Fang Mei Xu*, Shi Hai Chen, Peng Li

Keywords:

Isolation Bearing, Isolation Model, Seismic Excitation, Seismic Response

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